Based on the finite element analyses, the equation for shear strength of deep beams without shear reinforcement is modified to predict the shear strength of deep beams with horizontal and vertical shear reinforcement. It is confirmed that the modified equation can estimate the experimental results.
|Number of pages||6|
|Journal||Transactions of the Japan Concrete Institute|
|Publication status||Published - 1995 Dec 1|
ASJC Scopus subject areas
- Building and Construction